AU2011326881B9

AU2011326881B9 - Method and device for locking a support ring to a scaffolding column

Info

Publication number: AU2011326881B9
Application number: AU2011326881A
Authority: AU
Inventors: Martin Husebo
Original assignee: Alustar AS
Current assignee: Alustar AS
Priority date: 2010-11-08
Filing date: 2011-11-04
Publication date: 2015-02-19
Anticipated expiration: 2031-11-04
Also published as: BR112013011111A2; ZA201302719B; AU2011326881B2; US9015950B2; EP2638223A4; US20130212861A1; HK1187661A1; NO20101573A1; CA2816439C; WO2012064198A1; NO333028B1; CN103237944B; EP2638223B1; AU2011326881A1; BR112013011111B1; EP2638223A1; DK2638223T3; CN103237944A; CA2816439A1

Description

1 METHOD AND DEVICE FOR LOCKING A SUPPORT RING TO A SCAFFOLDING COLUMN Technical Field This invention concerns a method for locking a support ring to a scaffolding column. s More particularly, it concerns a method for locking of a support ring to a scaffolding column, wherein the support ring is formed with a through opening, and wherein the support ring fits in a complementary and displaceable manner onto the scaffolding column. The invention also comprises a device for practising of the method. Background io Traditionally, scaffolding columns have been made from steel pipes provided with welded fasteners for support beams, bracing stays and other components constituting parts of a scaffolding system. Steel-based scaffoldings, however, are relatively heavy to handle, and gradually scaf folding systems made from aluminium have emerged. is Frequently, scaffolding columns of aluminium are produced by means of so-called ex trusion, after which they are heat-treated to a relatively high strength at the produc tion site. Extruded aluminium profiles have, due to their production method, a uniform cross section along their entire length. It is therefore a challenge to find a solution to the 20 task of affixing fittings to such a column without weakening the column during ma chining of e.g. openings, or during heat influence from e.g. welding. A support ring can be clamped around the column. As such, NO 79351 illustrates a purpose-made clamp. A clamp of this type, however, is not suitable when it comes to production of large 25 quantities of scaffolding columns with fasteners for use in a scaffolding system. In order to simplify the production of such scaffolding columns of aluminium, a sup port ring for a scaffolding column has been developed, wherein the support ring is formed with a through opening fitting in a complementary and displaceable manner to the scaffolding column. The support ring is adapted to other components constituting 30 parts of the scaffolding system. If the support ring is affixed to the support column by means of a welded joint, this will reduce the strength of the scaffolding column signifi- 2 cantly, as mentioned above. NO-document 179877 discloses a scaffolding column having a support ring. NO-document 142098 shows an arrangement for connecting at least two members to each other by the use of self-threading bolt. 5 US-document 2005/0039580 discloses an automatic screw feeder for use with a hand drill. NO-document 141570 discloses a scaffolding connection between a number of hori zontal members and an upright member. An advantage of the invention is to remedy or at least reduce at least one of the dis 10 advantages of the prior art. The advantage is achieved in accordance with the invention and by virtue of the fea tures disclosed in the following description and in the subsequent claims. Summary of the Invention In one embodiment of the invention, there is provided a method for locking of a sup is port ring to a scaffolding column, wherein the support ring is formed with a through opening, and wherein the support ring fits in a complementary and displaceable man ner onto the scaffolding column, the method comprising: - providing an external mantel surface of the scaffolding column with a longitudinal column track; 20 - providing an inner mantel of the support ring with a ring track; - displacing a support ring along and around the scaffolding column; - positioning the column track and the ring track next to each other; and - displacing a thread body into the column track and the ring track during rotation of the thread body about a longitudinal axis thereof, a column track depth and a ring 25 track depth having a collective depth being smaller than an external thread diameter of the thread body. Thereby, the thread body cuts into the material of both the scaffolding column and the support ring and thus locks the support ring in a fixed position on the scaffolding col umn. The locking is carried out without weakening the scaffolding column to a sub 30 stantial degree.

3 The method may further comprise displacing a head portion of the thread body into the column track and the ring track, the head portion having a larger cross-section than a core cross-section of the thread body. The head portion is formed so as to be in engagement with the material in the scaf s folding column and the support ring. This relatively steady engagement contributes to reduce the danger of the thread body becoming unfastened, for example due to vibra tion. The method may also comprise conducting a thread body onward to the ring track by means of pressurized air, and via a feed pipe. Automated feeding from e.g. a maga 10 zine will contribute to a faster production, insofar as the time consumed per thread body may then be reduced. The method may be practised by means of a device for locking a support ring to a scaffolding column, wherein the support ring is formed with a through opening fitting in a complementary and displaceable manner to the scaffolding column. The device is is characterized in that it comprises a displaceable actuator with a rotary function, wherein the actuator is provided with a tool that fits in a complementary manner into a head portion of a thread body, and wherein the tool is directed, when in its start position, toward the head portion of the thread body, the thread body being located at an opening leading into a longitudinal column track in the scaffolding column and into 20 a ring track in the support ring, a column track depth and a ring track depth having a collective depth being smaller than an external thread diameter of the thread body. The actuator may be structured in a manner allowing it to displace the thread body into the column track in the scaffolding column and into the ring track in the support ring during rotation of the tool. 25 When the scaffolding column and the support ring are mutually locked in accordance with the invention, it is normally not possible to disassemble the connection without damaging at least one of the inbound components. The locking may thus be consid ered to be permanent. The method and the device in accordance with the invention allows for a fast, simple 30 and substantially permanent assembly of a scaffolding column and a support ring without weakening the support column to a substantial degree.

4 Hereinafter, an example of a preferred method and embodiment is described and is depicted in the accompanying drawings, where: Fig. 1 shows an end view of a support ring located on a support column; Fig. 2 shows, in section, a portion from fig. 1 showing, at the left side marked "A", a 5 tool being in a position for displacing a thread body into a column track and a ring track, and wherein a right side marked "B" of the figure shows a situation as it ap pears after the thread body has been displaced somewhat into the column track and the ring track; and Fig. 3 shows the same as in fig. 2, but herein the left side marked "A" shows that the io thread body has been displaced further inwards, whereas the right side marked "B" shows the thread body completely inserted. In the drawings, reference numeral 1 denotes a scaffolding column being, in the em bodiment shown, hollow with a corrugated, inner mantel 2. Externally the scaffolding column 1 is provided with a number, eight herein, of distributed, longitudinal column is tracks 4 having a column track depth 6, see fig. 2. A support ring 8, which is formed with a through opening 10 having an inner mantel 12, has been displaced along and around the scaffolding column 1 and to a desired relative position. The inner mantel 12 is provided with a number, four herein, of longi tudinal, distributed ring tracks 14 having a ring track depth 16. 20 Further, the support ring 8 is formed with a number of through mounting openings 18 for connection to other components (not shown) of a scaffolding system. The through opening 10 of the support ring 8 fits in a complementary manner to the scaffolding column 1, where at least two ring tracks 14 fit vis-a-vis corresponding col umn tracks 4. 25 In the drawings, the column tracks 4 and the ring tracks 14 have been given a semi circular cross-section. A thread body 22 with a thread portion 24 and a head portion 26 is structured in a manner allowing it to be displaced, by means of rotation about a longitudinal axis 28 thereof, into the column track 4 between the scaffolding column 1 and the support 30 ring 8. An external diameter 30 of the thread portion 24 is larger than the sum of the depths 6 and 16 of the column track 4 and the ring track 14.

5 A feed pipe 32, see fig. 2A, extends from a magazine (not shown) for thread bodies 22 and onward to an opening 34 formed by the column track 4 and the ring track 14 at the support ring 8. An actuator 36 is disposed at each opening 34 into which a thread body 22 is to be 5 displaced. The actuator 36 is provided with a tool 38 fitting in a complementary man ner into the head portion 26 of the thread body 22. The tool may, for example, be comprised of an Allen- or Torx key. The actuator 36 is structured in a manner allowing it to displace the tool 38 in the direction of the thread body 22 during simultaneous, axial displacement and rotation. 10 In fig. 2A, the tool 38 is shown when in position at a thread body 22. In fig. 2B, the tool 38 is in engagement with the head portion 26. The thread body 22 is displaced somewhat into and between the scaffolding column 1 and the support ring 8. In fig. 3A, the thread body 22 is displaced somewhat further inwards, whereas in fig. 3B it is located in its final position between the scaffolding column 1 and the support is ring 8. The actuator 36 then retracts the tool 38 from the thread body 22. It is most rational for the actuator 36 to screw in all of the thread bodies 22 for the same support ring at substantially the same time. It is to be understood that, if any prior art publication is referred to herein, such refer 20 ence does not constitute an admission that the publication forms a part of the com mon general knowledge in the art, in Australia or any other country. In the claims which follow and in the preceding description of the invention, except where the context requires otherwise due to express language or necessary implica tion, the word "comprise" or variations such as "comprises" or "comprising" is used in 25 an inclusive sense, i.e. to specify the presence of the stated features but not to pre clude the presence or addition of further features in various embodiments of the in vention.

Claims

1. A method for locking of a support ring to a scaffolding column, wherein the support ring is formed with a through opening, and wherein the support ring fits in a complementary and displaceable manner onto the scaffolding column, wherein the 5 method comprises: - providing an external mantel surface of the scaffolding column with a longitudinal column track; - providing an inner mantel of the support ring with a ring track; - displacing a support ring along and around the scaffolding column; io - positioning the column track and the ring track next to each other; and - displacing a thread body into the column track and the ring track during rotation of the thread body about a longitudinal axis thereof, a column track depth and a ring track depth having a collective depth being smaller than an external thread diameter of the thread body. is

2. The method according to claim 1, wherein the method further comprises dis placing a head portion of the thread body into the column track and the ring track, the head portion having a larger cross-section than a core cross-section of the thread body.

3. The method according to claim 1 or claim 2, wherein the method further com 20 prises conducting the thread body towards the ring track by means of pressurized air, and via a feed pipe.

4. A method for locking of a support ring to a scaffolding column substantially as hereinbefore described with reference to and as illustrated in the accompanying draw ings. 25